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631 BEACH AVE - ROOF 'J ' Jr CITY OF ATLANTIC BEACH S„ ' - 800 SEMINOLE ROAD �� yr ATLANTIC BEACH, FL 32233 �0;3i>%' INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0091 Description: Cedar Shake Roof Estimated Value: 23367 Issue Date: 10/2/2018 Expiration Date: 3/31/2019 PROPERTY ADDRESS: Address: 631 BEACH AVE RE Number: 170113 0000 PROPERTY OWNER: Name: HUDSON MICHAEL A Address: 319 12TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: FORD ROOFING SYSTEMS INC Address: 83 Landrum Lane#104 Ponte Vedra Beach, FL 32082 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 01.-A1Prie, City of Atlantic Beach �`� it-4,41,,� BuildingDepartment APPLICATION NUMBER -_ . )1'• � P (To be assigned by the Building Department.) 800 Seminole Road , boF� u IS -�,- , Atlantic Beach, Florida 32233-5445 011 `� Phone(904)247-5826 • Fax(904)247-5845 ^..o;:. E-mail: building-dept@coab.us Date routed: 17 1///8 City web-site: http://www.coab.us jjj APPLICATION REVIEW AND TRACKING FORM Property Address: 631 &aril /tile- De ent review required Ye No Buildin Applicant: ro At. Roo p, .i & S YS77fl.c Planning &Zoning Tree Administrator Project: CM)Ale, NIKE— R-QdF Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1-Approved. I (Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b ,/y� Y , p `i Date:/0-1 —d a8' TREE ADMIN. Second Review: I 'Approved as revised. I 'Denied. nNot applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES ' PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I 'Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 12/8/17 r� gw/ City of Atlantic Beach �� 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 ¢ Job Address: 631 Beach Ave, Atlantic Beach, FL 32233 Permit Number: Root=!S—O0' ( Legal Description 6-43 16-2S-29E.266 BROOMES RIP LOT 2,N1/2 LOTS 3,4,N 5OFT CL RD W OF LOT 2 RE# 170113-0000 Valuation of Work(Replacement Cost)$ 23,367.00 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New AdditionMr Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialesldential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: REMOVE SHINGLE ROOF, INSTALL CEDAR SHAKE ROOF Florida Product Approval# FL13714.2 J F( ,y3/7•/ for multiple products use product approval form Property Owner Information Name: MICHAEL HUDSON Address: 631 BEACH AVE City ATLANTIC BEACH State FL Zip 32233 Phone 904-759-9867 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company:i FORD ROOFING SYSTEMS IANC l.( ROBERT�AAUQT Qualifying Agent:5'CI It. Address 183 LANDRUM LANE#104 City PONTE VEDRA BEACH State FL Zip 32082 Office Phone 904-834-2426 Job Site/Contact Number JAY-699-8688 State Certification/Registration# CCC1327698 E-Mail FORDROOFING@GMAIL.COM Architect Name&Phone# Engineer's Name& Phone# Workers Compensation f l/""r lC AV Z.1J..4J ( i2 ,3� 3 Exempt/Insurer/Lease E ployee / xpiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER s AN ATTORNE BEFORE RECORDIN i•UR g TI r OF COMMENCEMENT. /AV/•f Owner or Agent) Signature of Contractor) (including contractor) Signed and sworn to(or affirmed' before me this kr day of Signed and sworn to(or affirmed' before me this /O day o( SLF% , , c/f, by Cier1! I/ . - SGP% , , by e'D/301z rh4S/ _ 7, ig nl ,'1b41f • a I �S� f3f3)2020 '� -u" �4 EXPIRES:Feb a of Notary) 9' OF F.°4 Bonded?hru Budget Notary Services /' t,fOF F44 Band04 Ns Budget Notary Services Personally Known OR XJ Personally Known OR [ J Produced Identification [ J Produced Identification Type of Identification: Type of Identification: Doc # 2018139654, OR BK 18420 Page 1403, Number Pages: 1, Recorded 06/13/2018 03:10 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. 170113-0000 State of Fionda County of Duval To whom It may concern: The undersigned hereby informs you that improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information is stated In this NOTICE OP COMMENCEMENT. Legal descnption of property being improved:6-43 16-2S-29E.266 BROOMES R/P LOT 2.N1/2 LOTS 3.4.N 5011'CL RD W OF LOT 2 Address of property being Improved:631 BEACH AVE ATLANTIC BEACH,FL 32233 Generai description of improvements.RP-Rnof owner Hudson,Michael Address 631 REACH AVE ATLANTIC BEACH,FL 32233 Owner's interest in site of the improvement Fee Simple Titleholder(8 other than owner) Name Address Co tafracew Ford Roofing Systems Address 183 Landrum Lir Porte Vedra Beach,FL 32082 Phone No.9048342425 Fax No. Surety(if any) Address ,mount of bond 8 Phone No. Fax No, Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida.other than himself.designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself.owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.08(2)(b).Florida Statutes.(Fill in at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified).9/8/18 THIS SPACE FOR RECORDER'S USE ONLY WNER saved ruve ire fn r 'sF.-...._j/ —A Countyg tr.of FbM ry apgarW ( d!Y nraln by Nmi,.Nn narsex aro rem but Yi alabments end daelarMens Wein Sr.rva ro a:curaIe r _ - .. ...Diaaw �h M_ , E%IIhf1.f4Nvfr f 7020 INary- oaa at Lrga. ' , T:J „rib ' ' • My em,,em on axlxraa. Personalty I q«r_- or Proaoud IdanlCul.n nr-Q a _.-..... 9/18/2018 Property Appraiser-Property Details :'.,ii FFICE copy HUDSON MICHAEL A Primary Site Address Official Record Book/Page M.; 631 BEACH AVE 631 BEACH AVE 17763-02102 9416 ATUAi577C BEACH,F1.32233 Atlantic Beach Fl.32233 HUDSON AMANDA M 631 BEACH AVE Property Detail Value SUmmary._ _.. REN 170113-0000 _-. Tax District 0503 - I _-- Vtlue McMOA 75aale( In num S i CAM -._ 555.. 050 _. SUN. Olm SYigs Falldk Tota Budding Value $1,924,206.00 I 31,779,043.00 -- 00 0 0 - __ Extra Exa Future Value 03e,965.m !$37)112.00N.of Buildingsx . Fer MI torpnn orae fl50 -_._ __ L aValue(MarY ) $1.190,000.00I$/p09,000.00 L•0 Dem. lard&Legal sena,Mbar .. Land valu.(AAnc) $3020 OA 0050._. 3431.7_6 Mahal 031*(6100MB R/F LOts 1,2 BK15 '� 5000 lost(Market)Value 63.153.201.0063.153.201.00, {3,125,655.00 Area ee 11556 _._I Assessed Value $,079,78031 63,01S,656A0 gr++a.e� df5I5' Uu,.laW a,15wethe vi ares Sr Mge. td a,Nw;PPI r: O'0,00n as':.wrr'rar, ti,..s Las.. 5005 4aDur/aataWab Mit SOLOJf2l.21m WaOlJOaO su0261984n!mmaU tlx 069 re part's(Me wodap N dl M act to change to iMd values lE##ee�d''��iie value sumn,ary ore in ce,ua N,n Omer,536 may Intllge my Er._ decal changes made after ce,bfirM,m Learn haw Me Aare-rty�A ora,Ser:Office values moceMy, Wore SWARM see War Taxable Value i$3,0211,71/6m See Wow • Taxable Values and Exemptions-In Progress 15 Mee a._no exemptions epolloinletoaMang 03!loray,Me Taxable 50 Me Is We fame et the ls.__edar_9fft.above In Me ware same.ry Poo. County/Municipal Taxable value SJRwFiu/F1NU Taxable Valle School Taeble Value Aseessea 00.0 __13.125955.06 Assessed Value 53,123955.70 Assessed Value..... „+n-se.e'vs! -e��'YI•:1.: ncmestene:MNl ad PM) m 5255.001 rranesQad( ) Taxable-.w a'�n9 lsa.ml(1)1e;;r.9; ___.___._.___--25,6x;.06 xw,wstead Bard;y 19a.m1(Ipb)(He) ___ 5555 -;zSAoax Taxable Valve ,100,855.00 __ . .. .__..__.__....____.__..__ _. 5555 able Value $3,075,155.00 Taxable Value _ $3,075,855.00 Sales Histo9l____. Boas/past. Sale Date Sok Price Deed imtnSngnLn,tc9Qp tgalead/unatar. jVaoat/lmproaed ._ ""`-1,�_ 5000.__.0505 00 00_.,..- .._.__�_. 1x26}72102 10/180016 53,00,006.06 WD Warranty Deed CanMed bum. 15.8.12426 12/31/2010 12,037300.20 WD•Warranty Deed Mend Improved 07332-00571 5/20/1992 5375,0106 WO.Warranty Deal Uiq,f0M Improved 06450-1147( 1/1/1988 512040 'M5-Miscellaneous (bee1nt Improved 06212-00919 10/21/1980 519,000.06 WO-Warranty Deed lEnalned bore.. '0079-00621 3/11/1980 1100.00 NO.WznaTIDeo3 IMpa1.4 lammed 0183406s99 8,5,!975 143,000.00 SW-Somal W.rrelV Illuaa0,0 lmpged Extra Features LN FealVre Code Featureeeprpeon ;Bbg. '1a$. width I Total tuft, -Value i FM1R7 F„nxaue Mims, I 0 7 j 0.00 13.227.06 2 '001002 Dezk W,nden o , I neo i 01,162.00 3 POUTS Pal 0 1 51.00 '021,25000 5pNU Spa 5 1 0 50 10.00 $12,073,0 Lard&legal,. Land LeNa1 LN U..eaarMq a 1�i iu g i Fmlk eeptR 5308 004 Lend Pelts :WAD"! :Lana Value ,LM Lager tlecdp ICM I 1 10110 j 013 OCEM810 3-7 UNITS PERK I AR5.2 150.06 1 232.00 1 Daimon 15000 Front Tanya 01,309.000.00 I I 1 643 16-2S-29E.266 '2 B0.00,1E51,10 13 LOT 2,X1/2 LOTS 3n,N50F,CL0.0W !1 OP LOT w.. f a4dgI Baaing 1 Slte MMrwtt __- ___ __._____ __-_ .,.... 631 MACH AVE 504 ,Hone[ .Code Detail Atlantic Beach FL 32233 :EMerbr Wal le 1 19 Wood OSOA a -000 0 I C.� iRwlSUmi3 '3O.Nnu Hsu -.. L `•�� •IMbp 740. 10011-SIRCLASS 1043000 Corer 12 13 Modular Metol I • ewe 0000_ ,1923 5555 I mew Wall 5 '5 Drywall ( B ,. It wading VFMa _.. )$155996100 I Ise),Won '6 16 Wood 08.1 I Lill. •p-I• -- --- I Int Flowing 112 112 Hald.00d I L� arm Mea - INebd Arw ,..[Mrd..Mos_A._._ I Ha.g Fuel 11 11Ebadc N eas ""11 r ease Mee 1526 1516 1326 Heelbp Tore 1 u 1 koaddudad F.A13rVer story i 2057 2057 1951 I Mr 3 13 Centel s,Lw, 70 FUA! 65 70 70 6.10-.6 , J-J•Base '.,,Base Area 2 553 552 100001 I Code I �liD+ `1 Area 170 1 • Bare Mm SS Fwshed uppw Story t :es el --•.-�--0550__ 10 0 Ran.Open Porch 0 6 Bedews 5.000 220 220 I Bath .1.500 . I Rm..ad3 er aryl III 1'.5 Ian I !Roma/Uldb l.am 155 - Ili J BAS ' I -1 mY 5-- - LU 'F+dshtl open Pact r,s I 1__x_2 Feb.N Olaf,Paq. 0, 20 Total . --0 :4759 )917 Notice of Proposed Property Taxes Notice(TRIM Notice) _ T+__I11a.P1RIBE Assessed Value j Exemption. .5500_;Tumble Valve I WLYm I Prupo.d Ru0Md-baa, -.. T.�._ nmf OBBeadles 53,125,655.20 1550.000.00 183,075,855.00 ':129,686.19 I$25,071.91 �f^� 533.51122 PUNIC Schools:By State Levi 53,135,655.00 I$25,00.0 $,10,855.06 $12,93687 1022,542.96 S1240745 • Lpm 03 l Board 03,125.855.00 $25,100.0 $,106,855.0 06,864.06 $6,970.72 56.502.01 ' FL Nand Nari325on Dist. 03,125,655.00 $50,000m 13,075,a55.00 ;$96.92 REAM 002.89 Mantic 0e84, 53,105955.0 450,00031 04,075,80.00 169,778703 09,530,40 19,305m Wass Mgmt Disc 51RWMD 13,125,655.00 $S0,Omm $3,0798$00 1$825.61 Gert Ore.Voles 53,125,655.20 3754.06 5768.03 Schad Board Vain 53,125955.00 $55,07010 )63,075,655.0 :$3.30 Isom sum --.. - $25,02006 i 53,770,600.07 raw 1$rem s w tat.,ssmii Pinfs1,120.20 :53,975,650.91 41.00 s^r_ 0050 I Took 032,102.34 1U5.w..:; 5..0,:.:;: tut Value :aeeaed Value 'ExemptlesM Taxebk value_____-. - _ tai Year x3,:53,20140 1 53,075,70006 '�$51,0040 00 -. .$3030,850 0000 Current Yui-53,17095540 j 53,tu,assm :550,00.70 0000... :53,075,855.70 '. 2011 TRW Property Rerord Crd OPEC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The RRC accessed below reflects property details and values at the tare of Tax Roll Certification in October of the year listed. 2017 22I§I6 2015 OU To obtain a historic Properly Record Card(PRC)from the Property Appraiser's Office,submit your reguat here: More Information ontact Os 1 Parisi Tax Ncmrd I GIS Aso I Nn thea awst3 m Co..le era I oh,Feat Riad http'//apps.coj.net/PAO_PropertySearch/Basic/Detail-aspx?RE=1701130000 1/1 OFFICE COPY MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade.gov/economy Watkins Sawmills Ltd. P.O.Box 3280 Mission,BC V2V 4J4 Canada SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Cedar Shakes&Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 412-1120.06 consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. REVIEWED F06.-84 ,1 NOA No.: 17-1211.09 MIAM41] VCOUNTY APPROVED CITY OF ATLANTIC BEACH Expiration Date:02/20/23 ED SEE PERMITS FOR ADDITIONAL Approval Date:02/15/18 REQUIREMENTS AND CONDITIONS Page 1 of 4 REVIEWED BY: Al? DATE: /d—/—de:)/ r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cate2orv: Wood Shingles and Shakes Materials Wood Deck Type: Wood SCOPE This approves roofing system using wood shingles and shakes as manufactured by Watkins Sawmills Ltd; a member of the Cedar Shake and Shingle Bureau Association and as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code,high Velocity Hurricane Zone. PRODUCT DESCRIPTION Product Dimensions Test Specifications Product Description Certigrade Shingles(Grade I) Length 16", 18" Red Cedar sawn shingles and Hip Certigrade Shingles(Grade Width 4 to 4 to 11"" and Ridge from clear heart wood: 1) 100% edge grain,no defects Certi-Last Shingles(Grade 1) Length 16", 18" Preservative treated Red Cedar sawn Certi-Last Shingles(Grade Width 4 to 4 to 11" shingles made from Certigrade 1) shingles Certi-Cut(Grade 1) Length 16", 18" Red Cedar sawn shingles made from Certi-Cut(Grade 1) Various Certigrade shingles Certi-Guard(Grade 1) Length 16", 18" Fire-retardant treated Red Cedar Certi-Guard(Grade 1) Width 4 to 4 to 11" sawn shingles made from Certigrade shingles Certi-Split(Grade 1) Length 15", 18",& Handsplit and Resawn Shakes and Certi-Split(Grade 1) 24" Hip and Ridge from clear heart Width 4 to 4 to 11" wood: 20%maximum flat grain Certi-Guard(Grade I) Length 15", 18",& Fire-retardant treated Red Cedar Certi-Guard(Grade I) 24" shakes made from Certi-Split shakes Width 4 to 4 to 11" Certi-Last(Grade 1) Length 15", 18",& Preservative treated Red Cedar Certi-Last(Grade 1) 24" shakes made from Certi-Split shakes Width4to4to 11" Certi-groove(Grade 1) Length 15", 18",& Machine grooved shakes made from Certi-groove (Grade 1) 24" Certi-Split shakes Width4to4to 11" Certi-Sawn(Grade 1) Length 15", 18",& Taper Sawn Cedar Shakes, 100% Certi-Sawn(Grade 1) 24" clear face with a maximum 10%flat Width 4 to 4 to 11" grain. NOA No.: 17-1211.09 MIAMIODADE COUNTY Expiration Date:02/20/23 APPROVED Approval Date:02/15/18 Page 2 of 4 • MANUFACTURING LOCATION 1. Maple Ridge,B.C. EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Construction Materials TAS 100-95 CSSB-002-02-04 03/02/07 PRI Construction Materials TAS 100-95 CSSB-001-02-04 03/02/07 Nemo,etc. ASTM D 3462 4-QAI-18-001.02.18 02/01/18 (fastener pull-through resistance test only) LIMITATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. This acceptance is for wood deck applications.Minimum deck requirements shall be in compliance with applicable Building Code 4. Cedar Shake and Shingle bureau members shall have a quality control testing program by an approved independent listing agency having unannounced follow up visit. Follow up test results shall be made available to Miami Dade Product Control upon request. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Watkins Sawmills Ltd Cedar Shakes and Shingles and its components shall be installed in strict compliance with Roofing Application Standard 130. Fastener Pull Through Resistance Description Maximum Pull Force(lbs) Red Cedar Shingles 18" 116 Red Cedar Shakes 24" 134 1.Maximum thickness of/4" LABELING 1. Shingle/Shake Bundles shall be labeled with the Miami-Dade Seal as seen below,or the wording"Miami-Dade County Product Control Approved". MIAMI•DADE COUNTY APPROVED NOA No.: 17-1211.09 MIAMHDADE COUNTY APPROVED Expiration Date: 02/20/23 Approval Date: 02/15/18 Page 3 of 4 • BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. END OF THIS ACCEPTANCE NOA No.: 17-1211.09 MIAMI•DADE COUNTY Expiration Date:02/20/23 APPROVED Approval Date:02/15/18 Page 4 of 4 vrri vvr 1 :, �1) New Roo Construction ie Cedar Shake&r '¢'`i Shingle Bureau . ..., • 4, MANUAL !yr -4,0-13,.,p,,.,..,-,„•,,,:3,so4` fs 2,f half `a }' '3r i t x ;j z ..--,-,:,,A..)*:, + , a+ z4sfit„i„.i.7 tg..`A... ._. ....._„.. , ,.. „_..::$Y :. :.8 ;1 fko�'�t� x', • �� v u i 4 ' Rt . 1. °rH� lJJ � ,4 • klt `y ? : NF ;t _, :tR s• }rzA ,-sFiSt .: ., S74?'e••. rS - . ' '-- -:, . Il HI 0 II ®® , ? mo_ �, 'L F—;:,.."-_- .!--.--'. ¢ s -& : � / � z3 _ °' (h I:,CJi_t rf3!'7-CI ®® ®pk,irr Eno pi(�� �'-x ! ` ' ,4 r1r tW e�rifi nn ©, of i meg trttt3 t� -� mac tr4rj. f .y. ,--` a , I �.,,.ZV/ r +i. 1 LI ®® I �., • c` , �, i. mr1a T' a .,, ,,•..,' ,44,,'„r„•,40,';,4,..'''5 r i._ s k 4 i, .. •/.r [.ua �--- .n.'.........". y •'« tE f , _t , • Fi .. g }s tx e r i ,tAN ! r 4 , to - i ( i , ...-,-t;.---.,;,0:,;--.:14.,.:1,,,j7,?::,vii.:i.,,,ii:0,,,,,,,,,::,,,et.;1'.:4:,;,, ., ‘.,..,,\ • 4 A I i • f i hie 4 : \q ,,iia +#'rc'; ? >', / 7 +, 4` ,.., GENERAL DESIGN AND APPLICATION DETAILS 3 Sheathing Shakes and shingles may be applied over Certi-labeler shakes Product should project 1 1/2" Spaced sheathing spaced sheathing.Spaced sheathing is usually beyond the fascia and �� 1 x 4 or 1 x 6 softwood boards and shall not approximately 1" r� '"-4-46,.14441444. 41 be less than 1 x 4 boards. over the gable Solid sheathingis recommended for shakes or rake end .y' �`� �j and maybe required in seismic regions or \1w,:--_,;_'"�� under treated shakes and shingles.Solid N"; --,'::,.. ;, sheathing is used in areas with wind-driven .4-'" snow.Please note that the only solid sheet Gutter IL. Solid sheathing at eave sheathing tested with Certi-label®shakes and Fascia �`Rafter shingles is plywood.Check with your local �V\1� Eave protection building official for plywood Rafter header $ (extend to rake edge) thickness/dimensions.Eave protection is used on the edge where 36"felt underlay is used Figure 1: Spaced Sheathing and should extend up at least 24"beyond the For applications using varied exposures,the center of the exterior wall but it is not meant to cover the sheathing board should be equal to the distance of the exposure. entire roof. Staggered Butt Applications Certi-label®shakes Staggered butt applications are made by Product should project 1 1/2" 41 Solid sheathing shortening the exposure less than the greater beyond the fascia and maximum exposure.No shakes or shingles approximately 1" over the gable "� shall be applied greater than the maximum � � exposure allowed.Check with local building or rake end lye • codes for approval of this installation method, �`' .- -. .. ". ___._ ........— Note: ._...Note:Do ndt cover the entire deck with Note:in areas of high humidity, non-permeable barrier(including non- Gutter nailing strips ora continuous permeable underla ment .See CSSB Fascia Ratter ventilation product may be y �°�\� used,or Certi-Last treated technical bulletin"Asphalt-Saturated Eave protectionRafter header (extend to rake edge) shakes may be applied directly iOrganic Felt", .. _-_.e..._._....... ._... .. ..�.., _:__. to the deck. Figure 2: Solid Sheathing _2 x 4 spacers 1x4or1x6 Certi-label®shingles du" nailing strips Product should project 1 1/2" K ': 1�`�` Solid sheathing beyond the fascia and ` approximately 1" over the able �' or rake end w�����' �� Gutter ` 0 I #� Solid sheathing at eave Fascia �I ,.• Rafter header \ Eave protection (extend to rake edge) Ratter Figure 3: Spaced Over Solid Combination Sheathing This is the preferred system for shingle application,in areas with high humidity or where additional ventilation is required.When using Certi-Last®products,they may be applied directly to the deck. 4 • GENERAL DESIGN AND APPLICATION DETAILS '<`' Certi-label" Shakes The bottom edge of the felt should be positioned A solid deck is recommended in seismic above the butt of the shake at a distance equal to activity,hurricane and tornado regions and in Two nails(only)for each twice the weather exposure.Never interlay shingles areas where wind-driven snow is encountered. shake approximately 3/4"from with felt. Roofingfelt system interlaybetween the shake edge and approximately 3i: 1/2" Y above exposure line. / courses is required whether the sheathing is 41. Space shakes 3/8" spaced or solid.The felt interlay acts as a to 5/8"apart baffle that prevents wind-driven snow or other foreign material from entering the attic cavity Exposure during extreme weather conditions.The felt -• � Product should \ \�9 interlays also increase the roof's insulation - project 1 1/2" value.The felt interlay system forces water to beyond the fascia y>�. `'r the surface. and approximately 1" \ ,z,,. / Plywood sheathing If spaced sheathing is used in shake over the gable or rake end . ;: application,the sheathing is usually 1 x 6 Adjacent course joint / Eave protection(extend to rake edge) should be offset �' boards spaced on centers equal to the 1 1/2"minimum 'I,i\ Starter course weather exposure,(Table 4,Page 20)at which Gutter 1 the shakes are to be laid-but nevermore Rafter header Ratter than 7 11/2"for 18"shakes and 10"for 24" Fascia shakes on roof installations.When 1 x 4 Figure 4: Certi-label Shake Application spaced sheathing is installed at 10"on center, additional 1 x 4 boards must be installed(i.e. maximum allowable spacing is approximately 3 1/2"measured from edge to edge between the sheathing boards).Please note that the your area).The bottom edge of the felt 6.Straight-split shakes should be laid with the only solid sheet sheathing tested with should be positioned above the butt of the froe-end(the end from which the shake has Certi-labels shakes&shingles is plywood. shake at a distance equal to twice the been split and which is smoother)towards Check with yoAur local building official for weather exposure.For example,24"shakes, the ridge. plywood thickness/dimensions. felt extends up 14"onto the sheathing Notes:See page 19 for high humidity areas. Special care should be taken when installing forcing water to the surface. the felt interlays over spaced sheathing to 4.Spacing between adjacent shakes should be Currently the only acceptable solid ensure that an effective baffle is formed a minimum of 3/8"and a maximum of 5/8". sheathing product tested for use with (Figure 1).The felt should be applied over the 5.Shakes shall be laid with a side lap of not Certi-label®shakes is plywood. top portion of the shakes and extend on to the less than 1 1/2"between joints in adjacent spaced sheathing so that the bottom edge of courses. the felt is positioned at a distance above the butt equal to twice the weather exposure. Certi-label Shake Application Shakes,like shingles,are normally applied in straight,single courses.The following application details(Figure 4)must be observed. �,.) 111I 1 1.The starter course may be one or two layers 1:1:1: of cedar shingles or shakes overlaid with the _ desired shake.A 15"shake is made - 01 ` expressly for starter and finish courses. /:' -, x �� rroi 2.Butts of first course shakes should project 1 Y it -,�� ■!I/■ -=- 1 1/2"beyond the fascia and approximately �` � _ m�i _,wa., 1"over the gable or rake end. •.°,:t.,,,,-- .2t- �, 4 - i'V MINK S 3.The CSSB recommends using an 18"wide _ .., I . x. strip of No.30 ASTM D226 Type II or No.30M WWI r g ti I1 '. Nt `�` `•} ASTM D4869 Type IV roofing felt laid over : - Fis:" �,.., , •/' ;v... ,,." ." , the top portion of shakes and extending on • ,9.� �, ..-4•..- p.� ; - - 4- to to the sheathing.(Check with your local ': 1,-.,_;...41,1.: ks building official for exact specifications in Architect:Shope Reno Wharton,Photo.Robert Benson GENERAL DESIGN AND APPLICATION DETAILS 5 Certi-label® Shingles For 4:12 slope and steeper,use Number 1 Grade shingles at 5", Two nails(only)for each There are two acceptable methods for 5 1/2"and 7 1/2"exposures for shingle approximately 3/4"from application of spaced sheathing:One is to 16",18"and 24"shingles edge and approximately 1 1/2" space 1 x 4 boards to coincide with the respectively.For lower roof above exposure line. weather exposure(Table 2,Page 20)of the slopes and lower product Spaced sheathing should grades use reduced exposures be 1 x 4 or 1 x 6 shingles(Figure 5).Thus,if the shingles are to (See Page 20) be laid at 5 1/2"to the weather,the sheathing Space shingles boards would also be spaced at 5 1/2"on 1/4"-3/8"apart ,1010' ,- �� 4 center.In this method of application each ; shingle is nailed to the center of the 1 x 4 � ;" .`�' A' board.With 71/2"weather exposures,the ` / center of the sheathing board shall equal the distance of the weather exposure. Alternate course Alternatively,although not commonlyused,a joints should y �, y g not align � >� r �' permeable underlayment(he.breathable), Adjacent course joints ` ' #�4, Solid wood sheathing such as roofing felt,may be applied over offset 1 1/2"hould min mum Nt 0 either solid or spaced sheathing. Gutter Eave protection(extend to rake edge) I i---- -- Product should project First course doubled or tripled Please note that the only solid sheathing 1 1/2"beyond the fascia Fascia Rafter Rafter product tested for use with Certi-label® and approximately 1" header shakes and shingles is plywood.Check with over the gable or rake end your local building official for plywood thickness/dimensions. 22_1 Figure 5: Cerci-label" Shingle Application Cerci-label®Shingle Application Regardless of style,the following basic application details(Figure 5)must be Centerline of heart observed. A -F-'-';i -- 1.Shingles must be doubled or tripled at all — i�f'•i 1 1/2" �, -. I eaves. 1 I 2.Butts of first course shingles should project f jlit' 1 1/2"beyond the fascia and approximately Knot or, I I"over the gable or rake end. similar defect ll.l, i—I3.Spacing between adjacent shingles(joints) a I . Ili _____. should.be a minimum of 1/4"and a Figure 5a: Course Alignment maximum of 3/8". 4.Certi-label shingles shall be laid with a side lap not less than 1 1/2"between joints in ' adjacent courses,and not more than 10% r- , .- shall be in direct alignment in alternatey* ... ' courses.Check with your local building vim= }z S official in your area. - _ ' 5.In lesser grade shingles(Figure 5a) containing both flat and vertical grain,joints should not be aligned with centerline of it' . heart. .`1r ,_ g ,s t fi:441- 6. d 6.Flat grain shingles wider than 8"should be i i s ,,,:.:45.; , split in two before nailing.Knots and similar defects should be treated as the edge of the shingle and the joint in the course above `� � , ? �" z placed 1 1/2"from the edge of the defect. `.,Ate rt "Pu� ,, X7,1^ 11 1 j r 'g-".Jt -- ti. g� 62ki ;•4'IPI 6',- •. . ie Architect:Gaylord Grainger,Libby O'Brien-Smith Architects,Photo:Eduardo Calderon 6 MANSARD ROOF DETAILS The mansard is particularly well suited to renovation work on pitched roof houses because the upper story can be enlarged The bottom edge of the felt should be extra height to the structure. positioned abo a the bun of the without adding g 11 shake ata distance equal to The low downward slope of the mansard roof twice the weather exposure. Never interlay shingles with fe line acts visually to reduce the scale of a Air building and helps to eliminate a boxy Two nails(only)for each appearance.This technique is used frequently shake approximately 3/4"from on large commercial projects,particularly edge and approximately 1 1/2" IN those near residential neighborhoods.It is above exposure line. also a common solution to the problem of avoiding a monotonous appearance on flat- !I' ie Plywood Sheathing roofed frame apartment buildings. Certi-label shakes a "7" Properly used,a mansard roof can strengthen fee, the design without substantially increasing Space shakes 3/8" ,�,����..*- -; !>o construction costs.If raised up above the level to 5/8"apart ®/�' of a built-up roof the mansard can screen out �� ' '',,�`",/"' roof penetrations or mechanical equipment. '' -���!: The variety of mansard roofs is practically r- infinite.One of the most widely used(and I misused)roof designs,its proportions and scale are very important and care should be Product should project 1taken to avoid a mansard roof line that is a beyondthe fascia andd a approoximmately 1" either too skimpy or too generous. over the gable or rake end Eave protection Two of the most widely used roofing materials min.36° on the mansard roof are Certi-IabelOR)cedar shakes and shingles.Cedar shakes,with their Figure 6: Mansard Roof heavier texture and solid appearance,are perhaps more frequently specified for mansards although shingles are also used, particularly when a lighter scale is desired. The light weight and ease of application of Certi-label shakes and shingles contribute substantially to economical construction. Construction details for typical mansard roofs are shown in Figure 6. liko,, .. Y f ` . p,�"s4 ! % Fill ill,.° ' 1P1 \ 1 ;, x ; i Vf,i m 11 '' li ii'.:, ' 4 'i 4 'Nol,. ' '''',‘, '.0 jl ,'�N`. '1 ,'Iiay '''...4434'''...4434,`" � 1 L.. 3;1 ,ti r 5 i f 11i:1, :. .� i. .,i :u„1 Photo:Murray Levin LOW SLOPE ROOF DETAILS, HIP AND RIDGE DETAILS 7 The minimum roof slope on which Certi-label®shakes are recommended is 4:12 and for Certi-label shingles,3:12.It is possible,however,to apply Certi-label shakes 18"felt interlay or shingles successfully to solid sheathed roofs of lower slope providinga special 2 nails per shake P 4"overlap of felt 2 x 4 spacers method of application is followed(such as 24"Certi-label shakes Figure 7),however shingles must be applied at 10"exposure 1Q � 1 x4 or 1 x6 at a reduced exposure(page 20).Never - . I� O nailing strips Product should project •. interlay shingles with felt.The prescribed 1 1/2"beyond the fascia . '� �� 4p:• method provides a double roof on which the and approximately 1"over <4.4� ..� +I Certi-label shakes or shingles area lied to a the gable or rake end -. � �'�\ `.. `+ g PP \-a \ \ `�' `/ lattice-like framework embedded in a � ` \� ���.- bituminous surface coating. V "•�°• „•` �� � � A hot mop or similar approved membrane Gutter ; e�, e- --Hot mop or similar should be applied over the roof deck.Consult ` ` approved membrane. Shake starter course , ,tit.- �" Consult your local your local building official for approved „,t � - building official products in your area.With the final hot plop 36"felt underlay_ �'it' �� .- Solid sheathing for approved products PP spacers \�� In your area. application 2 x 4 of Western Red Fascia _Solid sheathingat eave Cedar or preservative treated lumber are Rafter header Rafter embedded in the bituminous coating.These spacers are installed over the rafters and extend from eave to ridge.Check with your Figure 7: Certi-label Shake Application to Low Slope Roofs local building official for their preference in your area. _--- --- Note: Next, 1 x 4 or 1 x 6 nailing strips,spaced •When utilizing a non-permeable barrier(including non-permeable according to the weather exposure selected underlayment)over the entire roof deck/sheathing system,consult for the Certi-label shakes or shingles,should a Building Envelope Specialist. be nailed across the spacers to form a lattice- •If installing shakes or shingles on roofs having less than 3:12 roof like nailing bad.For example,if 24"shakes slope,check with your local Building Official for approval. are to be installed at a weather exposure of 10",the nailing strips would also be spaced at 10"on centers.When 1 x 4 spaced sheathing is installed at 10"on center,additional 1 x 4 boards must be installed. Finally,the Certi-label shakes or shingles are Alternate Cut back edge of shingle or shakes on bevel applied in the normal manner with a starter � 9 g course at the eave and felt interlay between overlap ) /Join ridge material with type 304 or 316 stainless steel fasteners +tV 12for 1 I„r:p; each course of shakes(Figure 7). .41,'; �'`'` Cerci-label Hip And Ridge Details °, ` . ''"�� Intersecting roof surfaces at hips and ridges �,;' ,,�..... should be capped to ensure a weather-tight /-� 4 joint.Site-made or factory-assembled hip and ridge units may be used,but both types must •-•r, have alternate overlaps and concealed nailing Notched (Figure 8).When ridge cap and field product are the same length and grade,the weather /41ITAIkk • I: hi exposure of the ridge cap should be the same exposure as the field product of the roof. •,�w'�� Nails must be longer than those used on the .4„...... , ® \���.� field of the roof and of sufficient length to /�j: " — penetrate 3/4" into or completely through the "'�— Notch first piece of starter course .0 Position fasteners sheathing.Position fasteners approximately approximately 2" Double starter course 2"above exposure line.Install a strip of felt, above exposure line material or metal over hipor Choose material of uniform width between 4'and 5" eave protection (if making units with field material) ridge under the ridge or hip cap.If longer or shorter ridge cap is used,adjust exposure Figure 8: Cerci-label A Hip g and Ridge Application accordingly. gpp 8 ROOF JUNCTURE DETAILS ., Correct construction of roof junctures and Double or triple starter course ..� slope transitions is vital to ensure the integrity Product should project vow ... "% of the roof system.In the following cases, 11/2°beyond the fascia , ue where metal flashing is employed,check with and approximately 1"over the gable or rake end.----,,,, nd © e' your local building official for minimum 'I gauge/thickness requirement.It should be Wood molding painted on both sides with a good metal or bituminous paint.Flashing materials should Metal flashing_ Am be painted after bending to maintain the Sheathing ij integrity of the coating. Convex Juncture Figure 9: Convex Roof Juncture On this type of juncture(Figure 9)metal flashings should be installed to cover the top 4"of the wall and the bottom 8"of the roof slope before the final course of Certi-label® shakes or shingles is nailed to the top of the Interwoven felt : Steeper slope root wall.A strip of wood molding can be applied for shakes only , \ l after final wall course is installed.A double or triple starter course is then applied at the 36'starter tett Vik, eave,with a 1 1/2"overhang over the outside -11/41004 - —Double starter course wall trim.The roof can then be completed in ` - the normal manner. \ \----1 ' ' Lower slope roof Metal flashing ►� ~���' " /� Concave!uncture 6"up-6'below , -: ,``moi s.: Metal flashings for the concave juncture ares similar to those for the convex type.They Solid sheathing should be instaltxd to cover the top of the roof ,\\�� slope and the bottom 4"of the Product should project t 1/2"beyond the fascia and wall before the final course of Certi-label approximately 1"over shakes or shingles is installed.The final roof the gable or rake end course should be installed so that the tips fit as snugly as possible against the wall at the Figure 10 Low Slope to Steep Slope Roof juncture.A double starter course should be Transition Detail-Certi-label®shakes applied at the start of the wall surface and the (Certigradecti shingle application is similar but without felt interlay) remainingwall courses applied in the recommended manner.If nails are not '' 4,, acceptable through exposed metal,metal clips ,r can be used to hold down the flashing. ;4 - — .:: Roof Transitions .,,. ww Roof transitions(Figure 10)require f , I { ; --.� """° appropriate flashing,felt and product y9 '``, I I �\ _,— application.Changes in roof slope should be • -� detailed in a similar manner as concave °i t. { I \` =a a junctures,to ensure the integrity of the roof A` ` ""°" '"' 'b" system.Solid sheathing is required above and .�....�,� �� -iC►. --� a� '— below the change in slope,metal flashing is b.„ ;'_ ..,... —1 , required across the change in slope,and a 36" - – "F strip of starter felt is required on the upper slope,installed in the same fashion as at the { ( 'nit n �_ Itc .A, _ 7mi a. ' Nil ---- - eaves. courtesy:Western Wood Products,Photo:John Spaulding ROOF JUNCTURE DETAILS 9 Apex Juncture On this roof juncture(Figure 11)metal flashing should cover the top 8"of the roof Ridge cap and the top 4"of the wall.It should be installed before the final course of ' Certi-label®shakes or shingles is applied to ./ the wall.The recommended sequence of Last course For excessive sweep jj'' q �'� Metal r: over flashing shingles may be application is to apply Certi-label shakes or �nii � flashing steam bent �1���• shingles first to the wall then to the roof.The \ � , overhanging roof material is then trimmed flush with the wall.Finally,specially prepared > "= ridge units are applied over the wall-roof Sheathing 1 juncture so that in each matching pair the roof piece overlaps the wall piece each time. fli Double eave protection Swept or Bell Eave 6 rV 41/—. When Certi-label shakes or shingles are to be applied to a swept or bell eave where the Figure 11: Apex Roof Juncture Figure 12 Swept or Bell Eave curvature is excessive,it may be necessary to soak them for a period(usually overnight)or steam them prior to installation.A double starter course is employed in the usual Note:For unusual roof applications contact manner.Exposure is determined by the slope the Cedar Shake&Shingle Bureau for a list of of the roof and the type of Certi-label shake or members who can assist you with specific shingle selected.At lower pitches waterproof questions. eave protection should be used. ROOF VALLEY FLASHING DETAILS Roof Valley Flashing Detail Most roof leaks can occur where water is that have proven their reliability under the channelled off the roof or where the roof specific conditions to be encountered.It is abuts a vertical wall or chimney.At these important that metal flashing have the same points,metal valleys and flashings are used to longevity as Western Red Cedar.Check with assist the Certi-label®shakes and shingles in your local building official for their preference keeping the structure sound and dry. in your area. Structural members that join a roof should Valley felt also be flashed at all intersecting angles to Use minimum nails to hold prevent leakage.Step flashing should extend metal in place W valley metal under the Certi-label shakes and shingles,up \ I __A the vertical surface,(one flashing installed on {� s..'+s• each course concealed under the covering Eave telt should be ��= -_�� iofr ` . lapped over the valley ` ` �`� course)and should be covered by a second joint to give 3 levels ova 1111%—:-.- ----.• --- layer of flashing(counter-flashing). of eave protection._ `•% 111110k -411P (valley fell,eave telt Flashing should be pre-painted both sides and metal) �'' Eave protection using a good metal or bituminous paint �' (extend to rake edge) (Figure 13a).Flashing strips which must be Valley metal 8'0"long Open valley width 4"to 8" bent to sharp angles should be painted after overlapped 6"at joints/ 1.* depending on water volume. bending.Metal flashing with baked-on enamel painted both sides Mark anticipated water lines coatingis available in some areas. Roofing felt 1) (width of open valley)on valley Metal to extend as far as sides with a chalk line. Different flashing metals are available in shakes or shingles Solid sheathing at eave different areas depending on climatic Figure 13a:Valley Metal variations.It is good practice to use metals 10 ROOF VALLEY FLASHING DETAILS Valleys: Certi-label"Shingles 36"valley felt(left side) For roofs with slopes of 12:12 or greater,valley W valley metal lapped flashing should extend not less than 8"on 1/2'folded �,� sem'at ridge(2°lap) each side of the valleycenterline.For roof back trim iiiiiiiiiil! `-� 36"valley felt(right side) slopes less than 12:12,flashing should extend W valley metal not less than 11"each side.Valley metal f ' should be underlayed with No.30 ASTM D226 ' Type II or No.30 ASTM D4869 Type IV roofing ( \ 9 `�/' felt.Shingles should not be applied with their • `t t •/ / grain parallel to the valley centerline and those extending into the valley should be cut at the - .. , correct angle(Figure 13b). Figure 13b:Typical Saddle Flashing Detail (1) Keep nails well away from Valleys: Certi-labela Shakes the center of valley On shake roofs,it is recommended that a strip A. Q _Hidden felt of No.30 ASTM D226 Type II or No.30 ASTM \ I D4869 Type IV roofing felt be installed over the N, - / ,i _----4__ sheathing and under the metal valley.Metal valleys should be center-crimped,painted, .-mss ,-, i, , .. galvanized steel or aluminum and should �� •\ ��� yam' extend not less than 11"on each side of the \ :ax-1'• ,:5• valley centerline.In some areas,however, }, � �dao 14,4111 .- j flashingwidth requirements may differ and VW.'\ V ' � .local building codes should be consulted. j *-"ii--' Shakes should not be applied with their grain ; / ' ' parallel to the alley centerline and those extending into the valley should be cut at the correct angle(Figure 13c). Note:Check with your local building official Figure 13c:Valley Product Application for minimum gauge/thickness requirement. Order of applying Certi-label 2.Place pre-cut valley piece so 3.Select product of the shakes or shingles at valley: that cut-angle is positioned required width to complete on the valley guide chalk line the course of Certi-label 1.Stop course line here with tip on the course line. shakes or shingles. W valley metal 1/2"crimp Figure 13d: Roof Valley Flashing Detail i" N` Figures 13a-13d: Flashing Details i 44 for Shake and Shingle Valleys Courtesy:Western Wood Products,Photo.John Spaulding ROOF PROJECTION FLASHING DETAILS 11 Top,head,saddle, Step flashing interwoven pan or cricket flashing with each course +/ - `` �N mow`` `�• Counter —}" �, flashing �1� ;. Step flashing 3"laps ;:. Certi-label® \\,,/ • ,4��:;- '" Bottom apron product "'\� 'r'" ��� �, flashing Bottom apron flashing -' Figure 14a: Skylight Flashing Figure 14b: Skylight Installation S Certi-label product 3"minimum Typical chimney flashing 6"minimum Bottom or not requiring soldering __L------1- '®� Apron flashing Step flashing 3" \\Y\ i :; /�� Head flashing minimum overlap Recommended spp flashing width �'6 ��. 1.7...-1* Shakes Shingles Caulking , Caulking Horizontal width 4" 2 1/2" \`\\›>‘%'- Iikt ;!-- A 1/4 -.- a'"= Vertical width 3" 2 1/2" �� \ \ �.®`�'� 3., Typical chimney Note:Check with your local building 6^ flashing requiring official for minimum gauge/thickness soldering requirement. Solder joints Figure 14c:Typical Projection Flashing 1"minimum clearance Certi-label shake around projection / or shingle joint Nails should not ��► �` penetrate flashing aT ` � 44flange underneattt f tt 0. Keep edge of flange �- � may. - minimum 2"from / % --. ' edge of Certi-label shake or shingle joint V Counter flashing__.bn Jack___ Figure 14d: Typical Projection Flashing Plumbing stack Figure 14e: Typical Projection Flashing -s Figures 14a-14e: Flashing Details for Typical Roof Projections 12 ROOF FASTENER GUIDELINES Nails -------- -------- — Each Certi-label®shake or shingle shall be Do not use electro galvanized (EG) fasteners. applied with two fasteners.Nails must be — --- — —'— stainless steel Type 316 in locations within fifteen(15)miles of salt water.For locations outside the salt water zone-nails must be stainless steel,Type 304,Type 316,or hot- _ _ %, , - dipped galvanized with a coating weight of ASTM A 153 Class D(1.0 oz/ft').Stainless steel nails offer the highest degree of corrosion resistance.Some nail manufacturers offer -- — — nails specifically for wood shake or shingle roof application.Contact the nail manufacturer for further information to ensure the fasteners used comply with listed V requirements and are correct for your application. YES NO NO Staples Correct-flush with surface Underdriven Overdriven The Cedar Shake&Shingle Bureau®prefers the use of nails,however if you choose to use staples they must be stainless steel Type 316 Location/Penetration Important Notes: in locations within fifteen(15)miles of salt Fasteners,two(2)per shake or shingle,shall Underdriving or overdriving any fastener water.For locations outside of the salt water be applied approximately 3/4"from the edge will affect the integrity of the roofing zone stainless steel Type 304 or Type 316 and approximately 1 1/2"above the exposure system.Fasteners utilized must be specific must be used.Each Certi-label®shake or line. Fasteners shall be long enough to for use with wood shakes and shingles to shingle shall be applied with two(2)staples. penetrate into the sheathing at least 3/4"or prevent splitting and other weakening Staples must bg 16 gauge with crowns 7/16" all the way through.Minimum nail lengths factors.Do not use electro-galvanized minimum horizontal,maximum 3/4" are shown in the fastener chart.Nails and (EG)fasteners.Ensure the fasteners used horizontal to the Certi-label shake or shingle staples must be driven flush with the surface comply with listed requirements. butt. of the Certi-label®shake or shingle. Overdriving the fastener can split and/or Pressure Impregnated Treated Shakes distort the Certi-label shake or shingle. and Shingles Fasteners used with fire-retardant-treated (Certi-Guard®)and preservative-treated Fasteners (Certi-Last®)shakes or shingles must be stainless steel Type 316.For specifics on Type of Certi-label" Nail Type and installation,accessory building materials Shake or Shingle Minimum Length (flashing,etc),finishes and maintenance please contact the treatment company Certi-Splith & Certi-Sawn'Shakes Type(in) directly. www.cedarbureau.org/purchasing/treaters.asp 18" Straight Split 5d Box 1 3/4 18" and 24" Handsplit and Resawn 6d Box 2 The information above is not intended to supersede local building codes. 24"Tapersplit 5d Box 1 3/4 18" and 24"Tapersawn 6d Box 2 Certigradefi'Shingles Type (in) 16" and 18" Shingles 3d Box 1 1/4 24" Shingles 4d Box 1 1/2 Note: Longer fasteners of the same quality may be required for nailing ridge product